NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE

Zhong Zhenyu

doi:10.13204/j.gyjz200908016

Volume 39 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 62-64,117

Shen Qin, Hu Changming, Che Jialing, Zeng Fankui, Yan Xin. NUMERICAL ANALYSIS OF THE IMPACT ERECTING PARAMETERS ON OVERALL STABILITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 7-11. doi: 10.13204/j.gyjz201002002

Citation:

Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016

Citation:

Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016

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NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE

doi: 10.13204/j.gyjz200908016

Zhong Zhenyu

1.
Zhejiang Polytechnic Vocational College,Shaoxing 312000,China

Received Date: 2008-08-07
Publish Date: 2009-08-20

Abstract

Abstract

The formation of a rigid matrix is given by analysing crevices of a masonry structure.It is simulated that the walls collapse for increasing cracks in walls under action of earthquake by FEM,and the characteristic of vibration and collapse in the structure is concluded.The method given in the paper can also be used in other structures made of brittle materials.
- masonry structure,
- seism,
- crack

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References(6)

References

唐锦春,孙炳楠,郭鼎康.计算结构力学[M].杭州:浙江大学出版社,1989;

[2] GB 500032001砌体结构设计规范[S];

[3] GB 500112001建筑抗震设计规范[S];

[4] Gambarota L,Lagomarsino S.Damage Models for the Seismic Responseof Brick Masonry Shear Walls.Part I:the Mortar Joint Model and itsApplications[J].Earthquake Engineering and Structural Dynamics,1997,26:423-439;

[5] 涂金良,刘广廷,张镜剑.裂缝在压剪条件下的应力场和扩展能[J].清华大学学报:自然科学版,1996,36(1):54-58;

[6] 蔡勇,施楚贤,马超林,等.砌体在剪压作用下抗剪强度研究[J].建筑结构学报,2004,25(5):118-123.

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